A new look at reliability of reinforced concrete columns

Structural Safety

Volumn 18, Issue 2-3 SPEC. ISS., 1996, Pages 123-150

  Frangopol, Dan M ^a   Ide, Yutaka ^b   Spacone, Enrico ^a   Iwaki, Ichiro ^c  

^a UCB 450   (United States)

^b TAKENAKA CORPORATION   (Japan)

^c TOHOKU UNIVERSITY   (Japan)

Author keywords

Codes; Constitutive relations; Failure; Failure surfaces; Fiber model; Interaction diagram; Load combination; Load correlation; Load path dependent response; Monte Carlo method; Reinforced concrete; Short column; Slender column; Structural reliability

Indexed keywords

CODES (STANDARDS); COLUMNS (STRUCTURAL); CORRELATION METHODS; DYNAMIC RESPONSE; FAILURE ANALYSIS; MATHEMATICAL MODELS; MONTE CARLO METHODS; REINFORCED CONCRETE; RELIABILITY THEORY; STRAIN; STRESSES; STRUCTURAL LOADS;

CONSTITUTIVE RELATIONS; FAILURE CRITERIA; FIBER MODEL; INTERACTION DIAGRAM; REINFORCED CONCRETE COLUMN;

STRUCTURAL ANALYSIS;

CONCRETE COLUMN; FAILURE MECHANISM; REINFORCED CONCRETE; STRUCTURAL RELIABILITY;

EID: 0030480015     PISSN: 01674730     EISSN: None     Source Type: Journal    
DOI: 10.1016/0167-4730(96)00015-x     Document Type: Article

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